STRUCTURAL MASS, DAMPING, AND RESTRAINT
49
F,
cosh
£ ~ Fx tan 9
(2.66)
(2.67)
- 1
= £r — xT + x — £
(2.68)
For any fixed value of 9 (including 0r), the values on the left sides of équations
(2.65)-(2.68) can be calculated explicitly, in sequence.
HORIZONTAL DISPLACEMENT, v
Figure 2.21 Static behavior for a single and two opposing cables of a cable stayed
floating platform.